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Home My WebLink About23-A109 Notes A7GENERALNOTES ss Week antl throe plasm beh2 aMNng any canstrucdM. Now" ere at wntaa ing N.T.Home Designs. All maleness used In the candmdion dihia had as par m NfacWren speellfir.b.na WMIe every attempt has bean made in Me plans to avoid mistakes to designer cervalguarente agaI""' nst Rumen snot. during coetnew. contact the design difice before pracaetling ludher. (DO NOT E PLANS). New England Home Designs are net responsible for any errors and w any derhum d., begins. ,mead In accordance with all applicable National, Sides am Local Cookie antl n and verify all comflions and dimensions hot,, beginnings cifian.My a reported forloan polar and er ..Man before pmee06ng with the work me all Matins aibitty for snore that are not immetliakly repodad. has antl or calculated and nova. scaled. Con,4.dion shot be based on dirraibna b compatibility of the bull with all site requirements. rid dew structural merinos shall be of good grade and quality and meet National, s whet. appgpabl. A up bond flaming shah b Designed to carry loads and should exdend dawn this terminae at the basement floor Ievd or at amen bearing points Designed to parry EXCAVATION AND SITE NOTES The Contractp/ shall maintain and or reestablish benchmark and Barmy monument. ginem Orewinga. These bmnmama shall prpviaea base olreferen-far gha entire Conrector she II employ and trey Por all tea.J.' a registered Civil Engine..Or and within the production of the project shale layout all Ilea and grades in a-,do- spedwel ow. appeal, sub -soil and suNaca treatment, covering the aide. Salvage at usabletapaail bear directly upon Datums undisturbed granular soil unbedAng the project site or on fill. All bearing sommus to be, hand cleaned and free of all loose ,it Final ing surfaces shall be performed by a be as or a-mibr having is sma0lh toothless sitance to the beadng surface. mtanng sham b accomplishki by memnds which preserve the untlisbrbed sUte of .gratle setts: Whits are soft, loose orothem'ise a, "i fadary for supped of structures ,at. or improper wide vadon, dewatening or other wnstrudian metreds shall be d wish struduuil fil w-shed Was ad mquiad by the desiger Mthe Contractors walls, the permanent ann urea must be wmplealy and sufrdenty aged to Man, pressure without the risk Er damage. Place no stow 0.,4 inches in diameter closer III surfaces . ofine proposed structure shall be, placed and compacted undo mntinuom monibdng . Place unshed dons In uniform lifts nos expaeding 6 innches (compacted chid...) ...)and ins o4 passes of a Mbui[ory plat type coin -do' Pil gravel It in uniform lifts rid cargos dmipknssa)and compact to 95% of maximum dry Proctor Density. .harm lie nos Waseeing 6lnches (aonaMeled tiekwes) and amnad to 92%of its maximum FOUNDATION NOTES a canReivaaatrengm of o.X p.s.t Within 2$ data of pl MOa im a12'874'6"x16" and rest on undisturbed ads or Property y mmpaoM MM I resnnum. and covering capacity of 3.000 P.M. a feinnes and slabs shall be coon, with m organic meta lid, day a silt. or condmclion fill shall be compacted W 95%meeting in. following guidation: PASSING 50-100%o% to 25 76% < toss 'ERIOR WALL WOOD LINTEL SCHEDULE SUPPORTING ROOF OR SUPPORTING ROOF AND NON�B RING UPPER FLOOR LEPER FLOOR WALL HEADER HEADER JACK POSTS HEADER JACK POSTS HEADER (2)2XB (1)2X6 (z)axis (2)2Xe (a)i%4 1212J(8 f1)2x6 ry)Otio I (2)� (2)2X10 (1)axB (3)MI2 (3)2X8 (2)2Xa (a)2X10 (Daze (211.7U12 M,LM (3)2Xe (2)2e (3)2x12 (2)2K8 (3)175ela M,WM (3)Me Mocks ERIOR WALL WOOD LINTEL SCHEDULE SUPPORTING ROOF OR SUPPORTING ROOF ATm NONA3FAmNG UPPERFLOOR UPpent FLOOR WALL HEAOHt HEADER JACKPOSTS HEADER JACK POSris HEADER (2)M U)TX4 (2)2X12 (2)2X4 1212X4 (2)2X10 P) (1)t.Tok9.5 M.LN1 Modes (2)2X9 (2)2X10 (2)2X4 pus TNONSM.I.AM (3)2diA (2)2Xa (2)sets (2)2x4 (2)1.75x12M.LNA Is)- h!- (a)1.75X12M.LAM (a)2X4 (al tJaK 4M.1 (4)2X4 So- 5, AN footings to extend below frost llnelfinkh guide a minimum of3'.6" andbr a minimum 01'-6'below original grade. 6. AO under Bleb vapor barmen. to be 6 mil. Polyethylene film mhllm- 7. All foundation damp proofing to be laud, applied (ssph ilic) 5. All anchor bogs to b W"x 12"0go' o.4 Minimum ad to projew 4'above top of -Al. Minimum of 2 balk Far sill plot.. 9. Fachdatbn walls not to be completely bacefled Until first flow data is mmplated with anchor Wks property fsetaned. 10. All exterior concrete slabs and walkways la hue a bream finish 11. Prevlde e 6 W2.90y2 9 w.w.m. reinfordng far all over -ter Blab on grade. 12. All loafing drains (inside and out) to b C peroreted p.v.c 13. All inderor slab use to b air entrained 14. All expansion joints to be'/P Cables "FlexFell" (o approved equal) antl extend the full depth of the Complete, 15. All Columns %b 3 Y:" wameler dew ate filed Lally Columns with Springfield Caps and Plates Installed. WOOD FRAMING NOTES 1. All framing lumbar Is fo as No.2 Debi Fir (car be8er) path an allowable unfeMred bending skew of S50 p.a.i. 2. AN goods and rafters shall be aligned over altos below 3. Framer Is install double floor joist under all p=llelpaNtion walls parallel to the direction of the jokl direction. Fame r to instal solid blacking under all portion walls perpendicular to joist direction. 4, All headers shall be 2.2,10 with %' plywood flitch class unless amemie noted. 5. Provide 1 row of 14 cross bridging at midpoim of all spans over 9'-0 in al Boors. Two rows with spans over W-Oh". e. All enledw amens Gatos and outside) are la be braced with W" COX Plywood. Nailing schedule Mail be, Bit commons ate' o.c. at ell Set and BD at 12" o.0. at all Intemedmale stud,. 7. Allcalunn or Said framing that extend down thru of keels and terneirente at the basement for Shelf be suppobd by a thickened slab, grade beam. an di tooting designed W party load. 8. Provide dmble pill stangbck at mild span for calling ions% aim spans greatar then 10'4' 9, PreWle dollar lea A upper 113 of vertical distance between ridge Waco and ceiling jots% 4-4".... max. 10. Hip, valley nectars and ridge boards shall be "2x" sin larger than rafters. 11. Rod deck a hall be 5M" CDX plywood minimum 12. Whera pre-enge, red floor and roof busses ans used, also memenspurer must provide alap dmwarga and calculaicurs' NO beer eel lot registered engines r from the 5tato nwhich the work is Is be, parearri 13. All ceiing ,like i nd uifler b-sig to baan on load baring walls deigned to carry load rum AI %ve%and terminate a banishment floor and be Supported by thickened slab, guide beam Ortowngs designed %Carty load, 14. At wood that comes A conduct with concrete to be cresure treated 15. Provide all solid Mooking above all boars and bearing walls. 16, AN multiple LVL members are to be joined ors specified by manubcurer 17. Exterior Decks to be flamed with pressure l .tad lumber we sonews to be galvanized. 18. All MISS fo be refigured on site by hamer. Riser height is rid to sewed 7 %' while tread, to be 1a' including nosing. 19 BuiCed-11 panel layout will as the responal hilly of the Structural Engineer. Ow to covarlhs ELECTRICAL LIGHTING AND POWER LEGEND RECEPTACLES LIGHT FIIURES LIGHT FIXTURES DUPLEX OUTLET CEILING MOUNTED FIXTURE S SINGLE POLE DOUBLE DUPLFx OUREY - RECESSEDCELINGFIXIURE S3 3-WAvamTOR TRIPLEXOUTLET CEIIUNGFAN 54 ,WAY SWITCH N T-HONEJACK Q EXHAVBT FANWTHLGHT Sb DMMER SWITCH O THERMOSTAT MISCELLANEOUS O CEILRI DUPIEK OUTLET ErecTGR 0 DETECTOR WEATHER-PROOF OUTLET ABBREVIATIONS AF.F. ABOVE FINISH FLOOR FNp. FOUNDATION BILL CONC. LTUP CONCRETE FL. CLG. HT. FLOOR CEILWGHEGHT DS. DWG. DOWNSPOUT DRAWING MIN. 9aP MINIMUM SHFLF AND POLE ... I EXISTING EXTERIOR B.U. WC, EJILTUp WATER CLOSET GYP.ED. GYPSUM BOAR" MANUFACTURED LAV. P"r LAVATORY POCKET MFR. MANUFACTURER B.F. EI-FOIA O.C. P.T. ON CENTER PRESS -TREATED S.O. GOw. SLIDING DOOR CONTINUOUS PTN PARTITION RISER STYR. POLY. Y.POLYETHYLENE STYROFQ- WITH FTG. FOOTMG Pis T.. TOP AND BOTTOM AND Oil DBL MA%. DOUBLE MAXIMUM TO TOOIIGUE P OF PLATE cow CONTINUOUS ALUM. ALUMINUM TO WEATHER INT. S.L INTH OR BIDE- .W. NDM. NOMINAL W.W.M WELDED WIRE MESH MISCELLANEOUS NOTES 1. Elso l: 200 amp aenor ce m.I.- Ilagapsompehleownervw..me score wnnue Electrical Contractor and e9ree upon to aDtual layout. Al electrical boxes are to have team gaskets. 2. Pne ire: Pre•Wire the entire house for Cable T.V. and telaphone jacks. Omam shall consider The following to be Inelalled: Central sound, canhal vaeuum, security and fire detaction mongoing. Served- andintelligent lighting. Data wiring for mnputera is also -.-load. 3. Lawn Fauced,'. Lawn Faucet Immune will b determined during mnstruclion. They era to be freeze Proof and have shut offs in the basement A WINDOWS: Windows on the plan are spoon it Adam, Low E with allows and grilles m, unfm pattern, h nim are and finish options are to b detennimd With Darer prior la ordering windows. 5. Landscaping: Landscaping Design will be worSnated wigs Landscape Cortador and or Landscape m Ahitect Shrubbery Mi the plan, do not mean ta imply type or number, retherisshownwanisbc purybes Daly. 8. RequiringWalls: Refainirg WaII design WIN be the respon i btity of a the Site Erginser or a licensed Civil Engineer In the ill an which the pmjed is being will. 7. Whiripml: Whidpo0le t0 have required 9lacbical and plumbing connections. Access pareas to be provided in cam ofMUM aervica needs. B. Hi it will be, the respoeibhilyof the GC.,Fmmer and III Contractor I coordinate the final location of all chase walls before dading pandrudibn. This design office redgm mOMs a professional MEP designer ba abroad by the owner to design, spool the Usaang and cooling systems to, this home. 9. NO CHANGES ARE TO BE MADE TO THESE PLANS UNLESS OTHERWISE REQUESTED BY THE BUILDING DEPARTMENT. IF ANY QUESTIONS ARISE DURING CONSTRUCTION, CONTACT THE DESIGN OFFICE BEFORE PROCEEDING FURTHER. bedrooms, and near the belie of all stairs wham sueh stir lead. to.resthe, occupied flow. 2. Smoke DetW.. are mquimd on each oddiflonal storyof the dwelling Incnding basemen%for Bch 1,200 square foot of area. A angle heat detedor%b letslled in gauige. 3. Smoke alarm type, ere to be Pholmlemna. 4. Combination amolco.bon mexide slams are required as long as the smoke dedicator side of me alarm isaTelecrk: type and the device has a voice feaderad to d'atinguieh whaen smoke and comi monoxide alarms. 5. All alarm require 10 year battery backup. 6. Ionization only type smoke detactwe are not to be used. 7. 120 Volt iaennmected, low val age system imtwled par manufacturers requirement. 8 and beat Detectors shall be primarily alarms i� eryaldo AArycaated locked branch ciewdlt orAll from an an -man ched pat of a brarwh clroua flared for ever and lighting of a habitable space, 9. Carbon Monodde Alame shall be, 12moot devices or part of low voltage combination sysssma. A minimum of One carbon monoxide alarm shall he installed an each story incutleng baements and callars. 10. On levels with beemems, sermon monoxide alarms shag be indalled oublde the bedrooms w!thin 10 feel of My bedroom door. All carbon nlonaxide detadone are required to be Imerconnaded. 9700 IT DI9-l381 11 SINKER OR HFAN011-1111111 SINKER N700 LSTADN-IN)NLE ANI STAOIOd751 kid SINKER WOO LB. STRAP OPTIOtL NE: RSIEO- logs IOd NAILS LSTA2I- h9) IOd NAILS STIR- (191 It NANS RSI00- RI NMLE PLATE WASHER H5PSSB, SP563 REOWRED !N SE151pC DE51GN AND TOWNNWSEf 5 1N 5600OC 01 COPYRIGHT WARNING: FEDERAL COPYRIGHT PROTECTION EMENDS TO ORIGINAL AND MODIFIED DERIVATIVE PLANS., AS APPLICABLE TO INTENTIONAL AND UNINTENTIONAL INFRINGEMENT, AND PROVIDES FOR STATUTORY DAMAGES BOTH CIVIL AND CRIMINAL. THESE ARCHITECTURAL WORKS ARE COPYRIGHTED AND PROTECTED BY TITLE 17 OF THE U.S. AND REPRODUCTIONS ARE STRICTLY PROHIBITED AND FORBIDDEN. NEW ENGLAND HOME DESIGNS LIABILITY IS LIMITED TO THE COST OF THESE PLANS. ACCEPTANCE AND FINAL PAYMENT BY THE OWNER INDICATES THEIR ACCEPTANCE OF THIS PROVISION. PORTAL FRAME WITH EMBEDDED STRAP HOLD-DOWNS EXTENT OF HEADER PAS 7EN SHEATW FASTEN TOP PLATE To"' TO HEADER MAM ✓RJ COMTIDN OR GALVANQEO EXTENT OF 14EAXR (ONE BRACED WALL 5E. E ) Is STRAP MIN 2 ROYS Of Nd &NKER NAILS a 3' OL M NAILS W 3' GRID PATT AS SHOVM J' O.0 W Al?L SyLOCKW0AN0 SILLS) iYP. ISN 3' X IL2 NET NEAOER � p OPROSITE s10E OF SMEATM me i0 EH AOER WTH BE5 COdMON OR OALVAN72EO BOX NAILS GRD PATTERN AS 5HdtlN AA llB �i SDS. is 0ALI N. L TIP. ,_, OPPOSITE SIDE OF SHEAMANG To wo.CONSTRUCTION iYWCAI PORTAL FRAME L NN. O�eLE fNN DOABLE 2x4po$T O SEE DETAIL E� EEnEOEL SPLICE nF N PANEL ECG FASTEN SNEA TMNd TO HEADER M7N ad COMMON OR GALVAMZED SOX NWLS W 3'SRN PATTERN AS SHOWN f all $/a'WOD ETRdGTORAL PANEL tlY7H Bd NAUS a 3' O.C. �f2! ROWS ON EACH SDE OF A Eglqq SKIT ON THE PORTAL OQ1 XXPo51S a.m. !SHEATHING - FRONT SIOE2 DETAIL A DETAIL 6 OUTSIDE W51DE OPTIONAL LOCATION FOR STRAP HOLD DM RECEIVED � ALb172529 ' L KI4 ' HI HwAV' DETAIL C OUT50E'BOTTOM) g3-All